AU2007263672A1

AU2007263672A1 - Method and apparatus for mounting distributed buoyancy modules on a rigid pipeline

Info

Publication number: AU2007263672A1
Application number: AU2007263672A
Authority: AU
Inventors: Sylvain Denniel; Richard Alan Leslie Ross
Original assignee: Technip France SAS
Current assignee: Technip Energies France SAS
Priority date: 2006-06-30
Filing date: 2007-06-28
Publication date: 2008-01-03
Anticipated expiration: 2027-06-28
Also published as: MY145239A; WO2008001087A2; BRPI0713420A2; ATE554325T1; EP2035734A2; GB0612978D0; GB2439829B; US20090313794A1; GB2439829A; DK2035734T3; EP2035734B1; WO2008001087A3; AU2007263672B2; GB0712655D0; US8573888B2

Abstract

An apparatus and method for mounting a buoyancy module onto a rigid pipe having a clamp. In one embodiment the clamp includes pads for clamping onto the outer surface or coating of the rigid pip, the pads having a teeth or serrations formed thereon for gripping the outer surface of the pipe. In a second embodiment, the clamp includes one or more coil springs formed from a resilient material adapted to be wound around the outer circumference of the pipe. The method for mounting a buoyancy module onto a rigid pipe includes the steps of reducing the outer diameter of the pipe at a location of the pipe to which a buoyancy module is to be attached and subsequently mounting a buoyancy module at such location.

Description

WO 2008/001087 PCT/GB2007/002407 1 Method and Apparatus for Mounting Distributed Buoyancy Modules on a Rigid Pipeline The present invention relates to a method and apparatus for mounting 5 buoyancy modules on a rigid pipeline for conveying oil and gas and especially in subsea applications (offshore pipelines). Subsea pipelines are most often used to transport production fluids from offshore facilities to land or to other offshore facilities. Such fluids include, 10 but are not limited to, gases (methane, ethane, etc.), liquid hydrocarbons, additives (diluents added to heavy fluids, or corrosion control additives), or any mixture thereof. These pipelines typically rest on the ocean bottom and can extend for kilometres at depths exceeding 1000 m of water. Many issues arise with respect to the laying of subsea pipelines including 15 countering subsea currents, traversing the varying topography of the seabed, and the complexity of the installation (pipelaying) process itself. Subsea pipelines are crucial to the low cost delivery of production fluids (hydrocarbons) from offshore facilities to land or to other offshore facilities. 20 If pipelines are not available, the hydrocarbons must be transported via tankers or some other means to the coast. Pipelines are generally considered lower risk than tankers because there is significantly less risk of maritime collisions and there are fewer exchanges (platform to tanker; tanker to shore facility) of the hydrocarbons. However, the varying 25 topography of the seabed and the stresses applied to the pipelines during installation from a pipelaying vessel increase the risk (through stresses and failures) that leaks may occur. It is known to elevate a subsea pipeline section using distributed buoyancy 30 modules to facilitate the traversal of steep underwater slopes, hazardous WO 2008/001087 PCT/GB2007/002407 2 topographic features, and other varied irregularities on the seabed and to avoid excessive bending moments during pipeline installation. Distributed buoyancy modules (DBM) are frequently affixed to flexible or umbilical pipelines to vary the buoyancy of such pipelines in the water. Their 5 domain of application has lately been extended to rigid pipelines for applications such as controlled lateral buckle initiation or for riser configuration in the same way as DBM are used on flexible pipelines. Typical buoyancy modules comprise two half shells of buoyant material 10 mounted onto a clamp which can be secured to the outer surface of a flexible pipe. The clamp creates a friction based interface between the buoyancy module and the pipe. Due to variation in the outer diameter of the pipe due to internal and external pressure, the clamp must be flexible enough to maintain a sufficiently high clamping force against the pipe to 15 resist slippage due to current loading. Such known clamps are typically formed from reinforced plastics or resin which provide flexibility but can also be fragile and prone to breakage and/or creep. Hence the design of these elements can be very sensitive, especially for large diameter pipes. 20 An object of the present invention is to provide a method and apparatus of mounting a buoyancy module onto a rigid pipeline, particularly a rigid pipeline having a thick coating thereon and more particularly on rigid pipelines installed from a vessel using reeling techniques. 25 According to one aspect of the present invention there is provided an apparatus for mounting a buoyancy module onto a rigid pipe comprising a clamp means for clamping onto the outer surface or coating of the rigid pipe, said clamp means having an inner surface having a plurality of teeth or serrations formed thereon for gripping the outer surface of the pipe. 30 Preferably said plurality of teeth or serrations are formed on a plurality of WO 2008/001087 PCT/GB2007/002407 3 pads provided on the inner surface of the clamp means. Preferably said pads are formed from a metal, such as steel or aluminium. Said clamp means may include a clamping band adapted to urge said plurality of teeth or serrations into contact with the outer surface of the pipe. Thus a 5 greater slippage resistance can be provided for a given clamping force than with known buoyancy module clamp means. Said pads may be mounted on the clamping band, preferably at evenly circumferentially spaced locations. The clamping band preferably passes through a slot in each pad to locate and retain each pad on the clamping band. 10 In order to compensate for the potential reduction in pipe outer diameter under deepwater pressure, a high initial clamping force may be specified to ensure a sufficient clamping force. Alternatively, or additionally, a substantially rigid coating may be applied to the pipe surface in the 15 location where the buoyancy module is to be attached, said coating resisting said increased external pressure and preventing or reducing said reduction in diameter in the region of the clamp. According to a second aspect of the present invention there is provided an 20 apparatus for mounting a buoyancy module onto a rigid pipe comprising a clamp means for clamping onto the outer surface or coating of the rigid pipe, said clamp means comprising one or more coil springs formed from a resilient material adapted to be wound around the outer circumference of the pipe. Such clamp means may be applied to the pipe and a corrosion 25 resistant or insulating coating may subsequently be applied to the pipe, over the clamp means. Such coil spring clamp means may be provided with one or more fastening elements to which the buoyancy module may be secured once the clamp means has been attached to the pipe. Such fastening elements may comprise chains or linkage means or may 30 comprise simple protrusions to which the buoyancy module may be WO 2008/001087 PCT/GB2007/002407 4 attached, for example by welding. Another possibility is to provide a simple interference fit between the inner surface of the buoyancy module and the outer surfaces of the clamp means. Such may be suitable for pipes having thinner coatings. 5 According to another aspect of the present invention there is provided a method for mounting a buoyancy module onto a rigid pipe comprising the steps of reducing the outer diameter of the pipe at a location of the pipe to which a buoyancy module is to be attached, for example by removing 10 some of the pipe coating or initially applying less coating at such location; and subsequently mounting a buoyancy module at such location, the inner diameter of the buoyancy module substantially corresponding to such reduced pipe diameter whereby the greater pipe diameter either side of the buoyancy module resists axial displacement of the buoyancy module 15 along the pipe. The pipe coating may be machined down at such location to a predetermined profile. A cover portion may be applied to at such location to return the outer diameter of the pipe coating at such location to its 20 original size to maintain a constant coating outer diameter during reeling and when going through tensioners on a pipe laying vessel. Such cover may then be removed to permit mounting of a buoyancy module at such location when desired. 25 It may be desirable to provide an initially thicker pipe coating at regions of the pipe to which buoyancy modules are to be attached such that the subsequent removal of pipe coating at the desired mounting locations does not impact upon the thermal performance of the pipe, particularly in the case of long riser sections. 30 WO 2008/001087 PCT/GB2007/002407 5 In one embodiment, the removal of pipe coating to provide a reduced diameter region for mounting a buoyancy module may take place beyond the tensioner exit of a pipelaying vessel. Such may be particularly practical if local thinning of a region of small width is envisaged. 5 In order to alleviate the effects of pipe outer diameter reduction due to water pressure at depth, a coating or lesser compressibility may be applied at the regions of the pipe at which buoyancy modules are to be mounted. Alternatively, a compressible layer may be provided on the 10 innermost surface if the buoyancy module which can be compressed during mounting of the buoyancy module onto the pipe onboard the pipelaying vessel and subsequently relax to compensate for the reduction in outer diameter of the pipe coating when at depth. Such compressible layer may be formed from rubber. 15 A further alternative would be to provide an intermediate buoyancy module mounting member for location at a region of reduced pipe outer diameter, whose inner diameter would still be less than the minimum pipe coating outer diameter. 20 According to a yet further aspect of the present invention there is provided a method for mounting a buoyancy module onto a rigid pipe comprising the steps of increasing the outer diameter of the pipe in regions of the pipe adjacent and either side-of a location to which a buoyancy module is to be 25 attached, for example by applying an additional or further coating to the outer surface of the pipe in such regions; mounting a buoyancy module to such location, the inner diameter of the buoyancy module substantially corresponding to the outer diameter of the pipe at such location, whereby the regions of increased pipe diameter either side of the buoyancy module 30 resist axial displacement of the buoyancy module along the pipe.

WO 2008/001087 PCT/GB2007/002407 6 Preferably the interface between the increased diameter regions and the remainder of the pipe is tapered to avoid reeling problems. Embodiments of the present invention will now be described with 5 reference to the accompanying drawings, in which: Figs 1a and lb comprise sectional views of a first embodiment of the present invention; 10 Figs. 2a and 2b comprise views of a second embodiment of the present invention; Fig. 3 comprises a view of a third embodiment of the present invention; and 15 Figs. 4a and 4b comprise views of a further embodiment of the present invention. Distributed buoyancy modules (DBM) are frequently used on flexible or 20 umbilical lines. Their domain of application has lately been extended to rigid pipelines for applications such as controlled lateral buckle initiator or for riser configuration similar to the one used for flexible pipes (e.g. lazy wave). 25 Typical DBM designs include two buoyancy half shells mounted onto a clamp mounted onto the flexible pipe. The purpose of the clamp is to create a friction based interface between the buoyancy element and the pipe. Due to non negligible variation of OD of the pipe, the clamp needs to be flexible enough to maintain a sufficiently high pressure against the pipe 30 to achieve a slippage resistance larger than potential slamming of current WO 2008/001087 PCT/GB2007/002407 7 loading. Known clamps are typically made of reinforced plastics or resin which provide flexibility but can also be fragile and prone to creep. Hence the design of these elements can be very sensitive, especially for large OD pipes. 5 It is proposed to provide alternative designs for attachment of the buoyancies to rigid pipelines, especially to rigid pipelines provided with thick coatings and potentially installed using the reeling technique. 10 BITING CLAMP INTERFACE A buoyancy module mounting apparatus according to a first embodiment of the present invention is illustrated in Figs. 1a and lb. 15 For most flexible lines or umbilical lines, biting into the external sheath may not be acceptable and may be un-productive as the potential line of slippage could be at the sheath/armouring interface. On the other hand, this may be conceivable to be able to bite into the coating of a rigid pipe to provide high slippage resistance of the clamp. This could be all the more 20 acceptable if the wall thickness of the coating, where the clamp shall be installed is slightly increased accordingly. The clamp comprises of a number of small stainless steel or aluminium pads 2, each pad having serrations or teeth 3 on its internal face in order 25 to bite into the coating 4 on the pipeline 5. The initial pressure of tightening can be applied through a tightening band 6, such as used in standard DBM (e.g. roblon band). This required pressure may be less than for standard clamps as the slippage resistance is greater. However, it would be conceivable to actually apply larger tightening loads without concerns 30 for the clamp integrity, which is not prone to creeping.

WO 2008/001087 PCT/GB2007/002407 8 The main concern of the system would be potential reduction of the pipeline coating OD reduction under deepwater pressure (up to 10% of the coating wt, i.e. 2-5% pipe OD). In order to ensure a sufficiently high 5 pressure of contact to maintain the biting effect one may consider an initially higher tightening pressure. An alternative could also be to ensure that the pipeline is coated with a creep resistant (solid) coating at the know location of application of the DBM. 10 INTERFACE WITH STEEL PIPE A second embodiment of the present invention is illustrated in Figs. 2a and 2b. Rather than considering a clamping on the coating external wall, the second embodiment of the invention provides anti-slippage fixations 15 located at the pipeline external surface, below the insulation coating. In one version, such interface comprises a spring or coil 10 tightely wound around the pipeline 5, the spring being coated with a corrosion resistant material. The prime merit of using a spring is that its does not impact on the bending stiffness of the steel pipe and does not interfere with the 20 reelability of the line. The rod diameter of such a spring would preferably be less than of the insulation coating of the pipeline, so that there is no risk of interference with the pipelay equipment. Following the application of the spring 10 onto the pipeline, application of 25 the remaining layers of the corrosion coating may be applied. Optionally, a dedicated coating design may be taken into consideration along the pipe section planned to be mounted with DBM. A connection means is attached to the spring 10, prior to the coating 30 operation. This could for example comprise chains 15b or protruding small WO 2008/001087 PCT/GB2007/002407 9 metal sheets 15a to which the buoyancy module 12 can be welded or otherwise attached. The former could allow a mechanical connection of the buoyancy element to the pipe, with a certain flexibility to the location of the DBM, and could allow a welded connection at a fixed location. Another 5 possibility could be an interference fit between a piece of spring and the buoyancy element for thinner coatings. The limitations of such option may be added anodes for protection. VARIABLE COATING THICKNESS 10 An interference fit with the pipeline coating could be another means of providing the buoyancy module with resistance against slippage. This can be ensured by either local thinning of the coating at the DBM location or by local increase of the coating thickness on either sides of a DBM. 15 Figure 3 shows a possible design option. Typically, the recess 30 in the pipeline coating 4 would incorporate a smooth taper 32 which would improve reeling friendliness of the coated pipe. 20 Local thinning of the coating may be overall easier to achieve in terms of manufacturing and pipelay. Indeed, it is possible to machine down the coating with a given profile and to provide a coating cover at the location of the recess to maintain a constant coating OD during reeling and when going through the tensionners. This cover could be eventually removed 25 before application of the DBM. In the case of DBM positioned along a long riser section it may be considered preferable to consider a thicker overall coating along this pipeline section in order to ensure that the coating localiser thinning do not 30 impact on the thermal performance of the line.

WO 2008/001087 PCT/GB2007/002407 10 It may be considered to explore cutting or 'grinding off' the necessary thickness of coating past the tensionner exit, provided that the necessary tooling can be developed and that such an operation can be shorter in 5 time than a typical clamp application cycle time. This could be especially of interest if small width, local thinning are considered. As previously mentioned, coatings can experience up to 10% of reduction of their thickness when exposed to a pressurised and wet environment. In 10 order to address this issue, it may be possible to consider the local adoption of a less compressible coating over the selected pipeline section. Another possible option could be to incorporate a compressible layer (such as rubber) at the base of the buoyancy, which would be compressed during at the moment of application onboard the vessel but may relax 15 under reduction of the pipeline coating. A final possibility could be an intermediate piece, whose ID would still be less than the minimum coating OD reduction possible, see Figures 4a and 4b for some examples of holding elements. Fig 4a illustrates band like 20 holding elements 40 while Fig 4b illustrates spring like holding elements 50, each being located in a recess 30 in the coating 4 of the pipeline. The design of these intermediate pieces will not need to be especially onerous in terms of material strength or tightening design. 25 Various modifications and variations to the described embodiments of the inventions will be apparent to those skilled in the art without departing from the scope of the invention as defined in the appended claims. Although the invention has been described in connection with specific preferred embodiments, it should be understood that the invention as claimed 30 should not be unduly limited to such specific embodiments.

Claims

1. An apparatus for mounting a buoyancy module onto a rigid pipe comprising a clamp means for clamping onto the outer surface or coating 5 of the rigid pipe, said clamp means having an inner surface having a plurality of teeth or serrations formed thereon for gripping the outer surface of the pipe.

2. An apparatus as claimed in claim 1, wherein said plurality of teeth 10 or serrations are formed on a plurality of pads provided on the inner surface of the clamp means.

3. An apparatus as claimed in claim 2, wherein said pads are formed from a metal, such as steel or aluminium. 15

4. An apparatus as claimed in any preceding claim, wherein said clamp means includes a clamping band adapted to urge said plurality of teeth or serrations into contact with the outer surface of the pipe. 20

5. An apparatus as claimed in claim 4, when dependent upon claim 2, wherein said pads are mounted on the clamping band.

6. An apparatus as claimed in claim 5, wherein said pads are mounted on the clamping band at evenly circumferentially spaced locations. 25

7. An apparatus as claimed in claim 5 or claim 6, wherein the clamping band preferably passes through a slot in each pad to locate and retain each pad on the clamping band. WO 2008/001087 PCT/GB2007/002407 12

8. An apparatus as claimed in any of claims 4 to 7, wherein a substantially rigid coating is applied to the pipe surface in the location where the buoyancy module is to be attached, said coating resisting said increased external pressure and preventing or reducing said reduction in 5 diameter in the region of the clamp.

9. An apparatus for mounting a buoyancy module onto a rigid pipe comprising a clamp means for clamping onto the outer surface or coating of the rigid pipe, said clamp means comprising one or more coil springs 10 formed from a resilient material adapted to be wound around the outer circumference of the pipe.

10. An apparatus as claimed in claim 9, wherein the clamp means is applied to the pipe and a corrosion resistant or insulating coating is 15 subsequently applied to the pipe, over the clamp means.

11. An apparatus as claimed in claim 9 or claim 10, wherein such coil spring clamp means is provided with one or more fastening elements to which the buoyancy module may be secured once the clamp means has 20 been attached to the pipe.

12. An apparatus as claimed in claim 11, wherein said one or more fastening elements comprise chains or linkage means or protrusions to which the buoyancy module may be attached, for example by welding. 25

13. An apparatus as claimed in claim 11, wherein the relative dimensions of the inner surface of the buoyancy module and the outer surfaces of the clamp means are selected to provide an interference fit therebetween. 30 WO 2008/001087 PCT/GB2007/002407 13

14. A method for mounting a buoyancy module onto a rigid pipe comprising the steps of reducing the outer diameter of the pipe at a location of the pipe to which a buoyancy module is to be attached and subsequently mounting a buoyancy module at such location, the inner 5 diameter of the buoyancy module substantially corresponding to such reduced pipe diameter whereby the greater pipe diameter either side of the buoyancy module resists axial displacement of the buoyancy module along the pipe. 10

15. A method as claimed in claim 14, wherein the step of reducing the outer diameter of the pipe at said location comprises removing some of the pipe coating or initially applying less coating at such location.

16. A method as claimed in claim 14, wherein the outer diameter of the 15 pipe at said location is machined to a predetermined profile.

17. A method as claimed in any of claims 14 to 16, wherein a removable cover portion is applied to the pipe at such location to return the outer diameter of the pipe coating at such location to its original size to 20 maintain a constant pipe outer diameter during reeling and when going through tensioners on a pipe laying vessel, such cover being removed to permit mounting of a buoyancy module at such location when desired.

18. A method as claimed in any of claims 14 to 17, wherein an initially 25 thicker pipe coating is provided at regions of the pipe to which buoyancy modules are to be attached such that the subsequent removal of pipe coating at the desired mounting locations does not impact upon the thermal performance of the pipe, particularly in the case of long riser sections. 30 WO 2008/001087 PCT/GB2007/002407 14

19. A method as claimed in any of claims 14 to 18, wherein the removal of pipe coating to provide a reduced diameter region for mounting a buoyancy module takes place beyond the tensioner exit of a pipelaying vessel. 5

20. A method as claimed in any of claims 14 to 19, wherein a coating or lesser compressibility applied at the regions of the pipe at which buoyancy modules are to be mounted in order to alleviate the effects of pipe outer diameter reduction due to water pressure at depth. 10

21. A method as claimed in any of claims 14 to 19, wherein a compressible layer is provided on the innermost surface if the buoyancy module which can be compressed during mounting of the buoyancy module onto the pipe onboard the pipelaying vessel and subsequently 15 relax to compensate for the reduction in outer diameter of the pipe coating when at depth.

22. A method as claimed in claim 21, wherein such compressible layer is formed from rubber. 20

23. A method as claimed in any of claims 14 to 19, wherein an intermediate buoyancy module mounting member is provided for location at a region of reduced pipe outer diameter, whose inner diameter is less than the minimum pipe coating outer diameter. 25

24. A method for mounting a buoyancy module onto a rigid pipe comprising the steps of increasing the outer diameter of the pipe in regions of the pipe adjacent and either side of a location to which a buoyancy module is to be attached, for example by applying an additional 30 or further coating to the outer surface of the pipe in such regions; WO 2008/001087 PCT/GB2007/002407 15 mounting a buoyancy module to such location, the inner diameter of the buoyancy module substantially corresponding to the outer diameter of the pipe at such location, whereby the regions of increased pipe diameter either side of the buoyancy module resist axial displacement of the 5 buoyancy module along the pipe.

25. A method as claimed in claim 24, wherein the interface between the increased diameter regions and the remainder of the pipe is tapered to avoid reeling problems. 10